Optimization of foam concrete characteristics using response surface methodology and artificial neural networks

dc.contributor.authorKurşuncu, Bilal
dc.contributor.authorGençel, Osman
dc.contributor.authorBayraktar, Oguzhan Yavuz
dc.contributor.authorShi, Jinyan
dc.contributor.authorNematzadeh, Mahdi
dc.contributor.authorKaplan, Gokhan
dc.contributor.authorGençel, Osman
dc.contributor.authorKurşuncu, Bilal
dc.date.accessioned2025-10-18T13:24:49Z
dc.date.created2022
dc.date.issued2022
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, Makine Mühendisliği Bölümü
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractIn this study, influences of waste marble powder (WMP) and rice husk ash (RHA) partially replaced instead of fine aggregate and cement into foam concrete (FC) on compressive and flexural strength, porosity, and thermal conductivity coefficient were investigated using Response Surface Methodology (RSM) and Artificial Neural Networks (ANN) methods. The foam parameter was determined as two levels in the experimental design, and the WMP and RHA parameters were determined as three levels. With the RSM analysis, the most influential parameters for compressive and flexural strength were determined as Foam WMP and RHA, respectively. Likewise, the order of effective parameters for porosity and thermal conductivity coefficient was found as foam WMP and RHA. With the RSM method, R2 values were obtained as 0.9492 for compressive strength, 0.9312 for flexural strength, 0.9609 for porosity, and 0.9778 for thermal conductivity coefficient. Correlation coefficients with the ANN method were found as 0.98393, 0.96748, 0.9933, and 0.96946 for compressive and flexural strength, porosity, and thermal conductivity coefficient, respectively. The ANN method was found to be suitable for estimating the responses. The RSM method was found to be suitable both for estimating the responses and for determining the effective parameters. In addition, the optimum parameters were determined by the RSM method.
dc.identifier.doi10.1016/j.conbuildmat.2022.127575
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.orcidNematzadeh, Mahdi/0000-0002-8065-0542
dc.identifier.orcidKaplan, Gokhan/0000-0001-6067-7337
dc.identifier.orcidBAYRAKTAR, Oguzhan Yavuz/0000-0003-0578-6965
dc.identifier.scopus2-s2.0-85129876898
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2022.127575
dc.identifier.urihttps://hdl.handle.net/11772/23115
dc.identifier.volume337
dc.identifier.wosWOS:000800441900004
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofConstruction and Building Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWoS_20251016
dc.subjectOptimization
dc.subjectFoam Concrete
dc.subjectAnn
dc.subjectRsm
dc.subjectWaste Marble Powder
dc.subjectRice Husk Ash
dc.titleOptimization of foam concrete characteristics using response surface methodology and artificial neural networks
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublication514d779e-b53b-47d7-a8d8-5e07c2799629
relation.isAuthorOfPublicationae4eb388-ffb2-415d-a217-c6572b4ee1db
relation.isAuthorOfPublication.latestForDiscovery514d779e-b53b-47d7-a8d8-5e07c2799629

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